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HomeMy WebLinkAboutLot 17-26 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX CHAPTER THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33. AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT NO , 28482 1 LOTS 17- 26 , BR00KHAVEN PHASE 1 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTEDBOOK" ). A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. � PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3. MAXIMUM CUT AND FILL SLOPE - 2:1. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5' MADE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 ' DEEP, SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY T. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 10OYR Q STORM FLOWS, CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND ALONG TOP OF CUT SLOPES. THAT THE CONTRACTOR SHALL DEFEND+ INDEMNIFY AND HOLD THE S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER SITE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE THAN ONE FOOT. TRACT �J CJ , 28-482-3 � RISING MANCE OF FROM THEWORK SOLEON THIS NEGLIGENCE JOF TTHEEXCEPTION ORFOR ENG I NEERLIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF � THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JUNE 10. 1999. TWO SETS OF THE FINAL COMPACTION 37 UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDAT I ONSl� .;,{Y.... .,, 36 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT 21 OF THE PRELIMINARY SOILS REPORT. L� - 38 SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING Ce ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR HA NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 10. THE CONTRACTORS LL I 'z``"`' "' "�` EXCAVATION 0 DETERMINE THE EXACT LOCATIONS OF ALL LINE � � <�� � � <>:,:>>::<::.;»: �<��!�`� X CAVA T N T HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE �! '° .: v>:{>:::.::: ::. : > :: ;::: �����`"�� AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY � '230111�?� �H NSPE T ON MUST BE APPROVED PRIOR TO BUILDINGRlk.:INSPECTION. T IS I C I DAMAGE OR PROTECTION TO THESE LINES. PERMIT FINAL INSPEC 10 0 E L T. O 2 4 • :a .4 5 ,.:.�..!:: .:: Y::.:.:. 3 4 a �Ecuu :Y ,:: 40 � PHONE. (909) 694-6411 5 ° WAY LEGEND GREATER THAN IN VERTICAL HEIGHT AND FILL 11 . CUT SLOPES EQUAL TO OR GRE 5 G L � �•��� 33 SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE 9 <; © ,,, ::::::::> >:; v,. 41 :.... {: . TOP OF WALL ................... -----------..............--------- PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM w;:: EROSION AND INSTABILITY [N ACCORDANCE WITH CITY DEVELOPMENT CODE z F / :.:.h.::::., k:,,.. - "'<< ,,. . �. TOP OF FOOTING ............................ .................................................. TF ..,; :;. 17. 6 PRIOR OR TO THE APPROVAL OF FINAL INSPECTION � .' }°'` ���� 3 2 SECTION 0 r y <<::::>:::.:_:.:. :::� .�:> � 91 ELEVATION ..... ................................•--- .............. g� .< • <;, : �..,�. TOP OF CURB EL TC 88 12, NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS :: ,, ;: {:,;: , '° �,�•,�.:� . PAD ELEVATION BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL, AND OTHER DELETERIOUS ��...x.::,.,••:.,•'�:::.::<�>� CALIFORNIA � 9PE � �.��..:::':::... 4 3 MATERIAL. -� �, ,.;;: 31 ELEVATION ......................•--------............--•------.............. FF . ss 2 7 SITE k .. k� ' FINISHED FLOOR ri 9 FG 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. ,po 'Pc 86 ' ` FINISHED GRADE ELEVATION ..................................................... THE TERRAIN MUST BE CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL ANc ��, 85 1028 44 HIGH POINT ............................ HP SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 84 16 �► TOP SLOPE .................................................... ...................... TS REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL• ,� 8 3 82 1 1FLOW LINE --------------•---•----.............-------------............---------...........---•--- FL 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF TEMECULA 81 15 29 45 TOP OF GRATE ELEVATION PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT OLT 12 GARAGE FINISH FLOOR ELEVATION ............. PROPERTIES. mmmumm 4 6 .......................................................... GF 6 7 80 68 14 EXISTING ELEVATION ........................................................................ (9170) 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. VICINITY MAP 47 FIRE HYDRANT LOCATION .............. � 69 13 48 . 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO 79 7049 STREET LIGHT FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES TRACT N 0 , 2c1482-2 AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 7 1 6 6 50 DIRECTION OF DRAINAGE FLOW ADJOINING PROPERTIES DURING GRADING OPERATIONS. 65 ................................ � � - 78 51 RETAINING WALL (BY SEPARATE PERMIT) IT, STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- c 72 64 52 APPROXIMATE LOCATION OF ELECTRIC METER ........................................... TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE �, 0 ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN z �,, z 2 77 63 53 SEWER LATERAL LOCATION ................................................................... Q VERTICAL HEIGHT. a °; = 0 7 3 54 O WATER LATERAL AND WATER METER LOCATION Q U.1 LOT a 62 55 pP ......................... 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING a� �.. LINE W ; ELECTRICAL TRANSFORMER .................................................................... (� PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED* THE � ? 3 MIN, a =W 7 6 56 �P ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN a =ca 5' MIN. ,,, z �� POWER LINE AND HANDH0LE5 ............................................................ Q ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED. THE ``' (-? `- 74 57 �� TELEPHONE SERVICE _.. ... ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Lo zo " zip `►�' --�---- ����--�•��- �- V o0 3' MIN. 1' eo 75 58 CGRATE ----•--•------------------------------------------------------•----------...........----------- Cl 19• EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ~ U TX MIN• 5 9 �0 ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. �y VAX* 1G INDEX MAP AIR VALVE........................................................................................ SLOPES OVER 15 IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. 2 MrN• �` 1`=100' TELEVISION PLATFORM SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION � 60 % 6 ' MAX BACKWATER VALVE -- THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON "•"'•'""-"------ """""--"--` C� GRADED � CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL LOT FG. HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADED 6'MIN.-� PREVENTION DEVICES PER U.P.C. . CHAPTER 10•R• LOT FG. GRADING TOLERANCE NOTE 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT A GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1OF THE GRADES AND LESS THAN 1.14" PER FOOT FOR A MINIMUM OF 3 FEET. ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE NOT TO SCALE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. 21 , NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE PERMITTED. RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 22, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD FG PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ESTIMATED EARTHWORK QUANTITIES BACK OF SDWLK PER PLAN 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. FG UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY PER PLAN - - SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - 1% MIN. INDICATES LOT NUMBER 2 NO. LOTS CY/LOT TOTALS FF ! � PE=100.0 10 15 150 CY W ',.,# r INDICATES PAD ELEV PE=100.0 =100.7 FF=100.T 3 » I INDICATES FINISHED FLOOR ELEV FF=100.7 • ����• j 1 HP INDICATES BUILDING TYPE------m--1 Z CURB ,1• Z• 10' MIN PER PLAN L.= GFE INDICATES GARAGE FLOOR ELEV 'D GF=100.0 GF=100.0 FS Ll - PER PLAN 12.0'/. FS MAX w ., tits L:F::�t:::� %i:eij J ER PLAN % a • 10' MIN (TYP) 0 U1 " W MIN FG c.; v • 5' MIN. 3' MIN. r� MIN. ,' ~ n RIGHT OF WAY PER PLAN FG DEEPENED FOOTING DIG ALERT PER PLAN AS REQUIRED. Tm CURB & GUTTER CALL TYPICAL LOT GRADING DETAIL BEFORE LD 00-073 GR YOU DIG! NOT TO SCALE . :�:► DICK]ENGINEERING COMPANY 1-800.227-2600 UNDERGROUND SERVICE ALERT ����,' h�COgo AV�rxM Callat least 2 working days prior to excavating. �` t■t■t■� Co I I fsuit* too Rlv�rsld�. ���� cat 1 torn t a 02307 t!0!1 742-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESS� Designed by Drawn by Checked byPY Drawing No. SCALE � RECOMMENDED BY: DATE: g COUNTY OF RIVERSIDE B.M.T-29-81 �tCHEL �y EMR/EH EH EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal Contractor IN THE N.W.CORNER OF THE INTERSECTION ca o �•46004 �^ Plans pared Under S upervision Of OF RANCHO CALIFORNIA RD.WITH MARGARITA w Z ACCEPTED BY-.-.-. DATE: RD. 1.0'EAST OFA 7.0'C.L.FENCE,40' 1'=100' Exp.6-30-03 Date �aD RONALD J. PARKS PRECISE GRADING PLANS Inspector NORTH OF P.P.(NO NUMBER).94'NORTH p OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical EDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS " : - T R,A C T N 0. 28482- 1 L 0 T S 17-26, RD. SET FIBERGLASS WITNESS POST 1.0 J} C1vN- N' WEST OF MONUMENT. Orf 46804 Expires 6-30-03 �� �� B R 0 0 K H A V E N PHASE 1 Date Cmplt d ELEVATION: 1128.410 (ADJ.9-13-82) N/A Ci►��F° R.C.E. No. p R.C.E. No. 19744 Expires 9-30-01 �r, 1"' Sheet of 2 •M!•Mr G:\d-13212\212pgd84.dgn PLOT DATE:25-APR-2000 JN 13212 LANDSCAPE & MAINTENANCE EASEMENTS 9 7 6 - 10 PE=1208.7 8 = PE=1210.6 PE=1207.7 PE=1209.7 PE 1210.5 1211.3 ' 56.00' 10,4 \10.6 59.00' - 10.6 12.6 50'00' 12.6 12.7 59.00' 12.7 14.7 50.00' 14.7 14.9 c 6 .11' 14� 21 14 TC FG FG 10.3 u FG FG FG FG o 12.4 FG FG - FG FG N 14.6 FG N "? 12.3 0 HP I Y�p + HP _ _ "'' 14.4 ��14.2 - 1,�-. _ - - - 3 I 09.9 �- 12.0 KE I _ _ � FL it FL I FL I N FL 1 0 1 0 14.1 14~ 1 Ln 21 N I I I 10.0 12.1 w FL FL 1 - LtJ 17 F12�1 12.0 5.0' 19 g PE=1214.9PE=1210.6 FL FL PE=1212.7 FL 1 5.0' 1 FF=1215.6 I II ,._, 0 FF=1211.3 FF=1213.4 2AR I of 0 1 - 1 16 0 _ a 1 3CR 0 PE=1210.4 3AR ,,; PE-1212.6 20 , GF=1244.9 1 _ 1 1 G FF=1213 1 PE=1214.7 1 FF-1211.1 1 =1210.6 1 1 2B GF=12� I gP I 1 FF=1215.4 5.0' I I 1 ' co ' 1 1B GF=1214.7 ' I I I 5.0 1 GF=1212.7 1 1 1 13.8 13.9 I I 09.5 09.5 I 11.6 11.6 1 11,6 11.6 1 13.7 13.7 1 FL FL 1 I I FL FL FL FL FL FL ' FL FL I •.I. 1 T • M V rrsrs sss t/: • 4• N (/� ` N in 1/1 I LL. �ssxr�sess � r...�...��_ •LL. 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I II I J V4 114 50.00' 55.00' 50.00' 50.00' kn BW '` o N r Ln - ': _ - c "� as / ,`` `` ' .� - o `'�- �� 4- , _ II BW L^. % - �0 � 1211 9 FG M o 0- Cq a, U- o: .1• S I I o C> •- O � 1210.0 FGA Nom, o o a; 0 0 AN N r � �o N �:sas .,.:� _..-y---- -•• - N N � �N N �:a:sssxs «--- --- -- N � N •� M hr'1 s N mN rxxx O •: - 09 9 10.0 11.7 11.7 12.0 12.0 1 13.7 13.8 1214.77 TC I I FL FL FL FL 1 FL 1 1 FL FL 13.8 13.9 I`` I I 5.0 FL ' 1 5.0' 5.0' FL FL I� I I I J I GF=12110 1 1 , 5.0� 5.0' 1 _ 1 5.0' 2 7 I 26 I GF 1212.8 I GF=1213.0 GF-1214.8 1 I }.,, 25 1 . 24 23 . GF=1214.9 22PE=1210.8 PE-121100 PE=1214.9 1 2' I FF=1211.7 PE=1212.8 PE=1213,0 PE=1214.8 FF=1215.6 FF=1211.5 FF=1213.5 FF=•1213.7 FF=1215.5 10.3 2C 12.4 I 12.4 2BR 14 1C I I FL 10.4 3BR 1 FL A FL ' 14.2 14.2 •2 14.3 1 12:2 12.2 1 1 FL i FL FL 1 I I 1 FL 1 FL FL I � 12.7 1 FL � I I 1 _� 14.6 32' 32' 1� 10.7 EXIST wALL 1 � HP X WA 14.5 c� 12.5 -� _ _ � � � �, � HP � HP I HP -� - - ---� 7' _ _� ____�� Hp �, 13.0 _ _ _ „_._.� 7 25 25 11.0 _ _ _ ....�.� 13.0 •� io 14.8 °° in 14.9 -I T 11.0 F� 12.8 �; 12.6 /--FG �, FG 14.8 14.9 v; F 4, N FG N FG / FG N FG FG N G \ � I I - I I 5 0 ' 50.00 50.00' Th 50.00' 111 60.48' I i 32 33 34 35 36 I 1217. 5 TC I PE 1213.9 PE=1215.6 PE=1217.3 PE=1218.7 PE=1219.2 I I I I I DIG ALERT I I I I � I GAI-L CAUTION: -073 GR BEFORE LD 00 YOU DIGI EXACT LOCATION OF EXISTING SCALE: 1'= 20' 1-•800-227-2600 UNDERGROUND FACILITIES IS MCK dl-,''' 11 11113: G COMPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 ' MON � s�°.Chicago0 """'�' R1v.rsld.. CoNot least 2 working days prior to excavating. VERIFY IN FIELD. no co I Itornia SM? ("s) 742-0707 DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Designed by Drawn by Checked by SCALE A Drawing No. CONSTRUCTION �ESSI �� cHPI � EH/EMR EH/JAW EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal = pad �= Contractor � o No.4680 P ns Prepared Under Supervision Of �' SEE SHEET N0. 1 ,•= 20' W Exp.6-30-03= Z ACCEPTED BY: DATE: PRECISE GRADING PLANS InspectorDate - RONALD J. PARKS >. Vertical EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT NO. 28482- 1 LOT NOS. 17-26 � `Tl4r CI �.�' Date Cm It d f c�` 46804 6-30-03 BROOKHAVEN PHASE 1 pL N/A � �,�„�F R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 ��`�•-r, 1� .�'{ p •... Sheet 2 of 2 O G:\d_13212\212pgd85.dgn PLOT DATE:25-APR-2000 JN 13212